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Home My WebLink AboutCHESTER AVE., 603 BUILDING PERMIT INSPECTION VlLc CARD SITE ADDIlESS (" 03 Ght' S,.4r Ccr ev ~ROJECT DES<:fRIJ:TION (AM,,..te DI PROTECT THIS CARD FROM THE WEA THER Building Jif'Plumbing D Mechanical D Fire Alarm/Sprinkler DURING INSPECTIONS THE BUILDING PERMIT & APPROVED PLANS SHALL BE ON SITE Permit # !!!! Q ~ -Q Q ~ [P@~1I @~ ~~~ For Inspections Call (360) 473- 5870 Approved Date Notes Erosion Control In Place 1st Foundation Footing . FOUNDATION no NOT POIJR Foundation Walls CONCRETE Plumbing Ground Work PRIOR TO APPROVAL In Slab Mechanical Footing Insulation 2nd PLUltfBING Rough In ltfECHANICAL Duct / Vent GAS PIPE Support / Test / Meter set 3rd FRAMING If rt & 2nd are approved Under Floor Framing Shear & Hold Down Connections L&I Electrical Approved Ventilation Requirements Framin 4th INSULATION 5th SHEETROCK Under-floor Walls Ceiling 6th FINAL ALL OF THE ABOVE MUST BE APPROVED PRIOR TO FINAL ~ ~ BUIWING ,ECTRICAL Dept. of Labor & industry - WATERMA PUBLIC WO ALL FINAL INSPECTIONS COMPLETED 473-5870 Occupancy Approval (Single Family Residence Only) I' I DO NOT OCCUpy BUILDING WITHOUT BUILDING DEPARTMENT APPROVAL PROTECT THIS CARD FROM THE WEATHER CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER BB05 00459 DATE ISSUED: 07/26/2005 345 - 6th Street, Bremerton, WA 98337 (360) 478-5275 Fax: (360) 478-5278 ASSESSOR NUMBER: APPLICANT NAME: OWNER NAME: CONTRACTOR: LENDER NAME: 3811-001-029-0008 CORLEY DAVID L & SUSAN L CORLEY DAVID L & SUSJ.\N L SELF SUBMITTED: 07/19/2005 VALUATION: . $3,800.00 $97.25 2211 $63.21 4580 $4.50 0236 $164.96 Building Permit Plan Review Fee State Surcharge TOTAL FEES: Inspection Requests DCD: Building Inspections L&I: Department of Labor and Industries ZONING: PO PHONE: PHONE: PHONE: SITE ADDRESS: ADDRESS: 603 CHESTER AVE 603 CHESTER AVE, BREMERTON, WA 98310 "" CH'ST'R Ave. BR'MeRTON. WA 9B310@ ISSUED f \ ADDR SS: APPROVED: 07/26/2005\ \E TION: 'v' Building Permit - No Mechanical/Plumbing PHONE: 0- STATUS: 01/22/2006 CONCRETE BLOCK WALL Building Code Edition: Occupancy Group: Type of Construction: Flood Zone: Setbacks: Sanitation Method: Number of Bedrooms: IBC: 2003 (Front) (Side) (Rear) (Other) Square Footage: Bid Price from Applicant 1 TOTAL (360) 473-5870 (360) 415-4000 Fire Inspections H/D: Bremerton, Kitsap County Health District PW: Department of Public Works (360) 473-5380 (360) 337-5285 (360) 473-5270 This permit shall become null and void if the described and authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directiy by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967. All revisions to an approved pian require DCD review and approvai prior to performing work. All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. SIGNATURE OF OWNER OR AGENT: he conditions of this permit including all conditions of zoning, building codes, and State and Federal laws. ~.\ -.-. ~2;:~::~ PRINTED NAME: DATE: . .,..- 7.- 2..t:. --0..1 CONDITIONS City of Bremerton:~ approvai of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does riot necessarily ensure compliance with federal or state laws. DCD: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency (Clean Air Agency) and Washington Department of Labor and Industries (L&I) regulations require an asbestos survey be performed to determine whether there are asbestos- containing materials in the work area or structure. The asbestos survey must be conducted by and EPA-certified (AHERA) building inspector (except renovation or owner-occupied single family residences). DCD: For more information, please contact Clean Air Agency through their web site at www.cleanair.org or by phone at 800-552-3565 or 206-689-4058. The L&I web site can be found at www.lnLwa.gov/p-ts/asbestos/asbestos.htm. 1. (DCD-01) 2. (DCD-02) Page 1 of 2 t"-' "iiil ~ iIBI ~I . .Ii >~ :>~, ~ 'f~'~1~1; >1'!j'f '~; < : l;l,..~'"'j{"'i~lli ,> .Y'>~:.,~;='i~t",D CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER 8805 00459 DATE ISSUED: 07/26/2005 345 - 6th Street, Bremerton, WA 98337 (360) 478-5275 Fax: (360) 478-5278 ASSESSOR NUMBER: APPLICANT NAME: OWNER NAME: CONTRACTOR: LENDER NAME: 3811-001-029-0008 CORLEY DAVID L & SUSAN L CORLEY DAVID L & SUSAN L SELF ZONING: PO PHONE: PHONE: PHONE: PHONE: 0- SITE ADDRESS: ADDRESS: ADDRESS: ADDRESS: ADDRESS: 603 CHESTER AVE 603 CHESTER AVE, BREMERTON, WA 98310 603 CHESTER AVE, BREMERTON, WA 98310 SUBMITTED: 07/19/2005 APPROVED: 07/26/2005 EXPIRATION: 01/22/2006 STATUS: ISSUED MINIMUM INSPECTIONS REQUIRED Inspection requests must be received by 8:00am in order to be scheduled for same day. To request an inspection, please call (360) 478-5275 and be _ sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. Final Inspection - Building Page 2 of 2 .. t3!3 D 5 D () 4-5Cj Pro Design F Il E P. O. Box 699 [ffJ Tracy ton, Washington 98393-0699 0 & @ @ D 11/7 r2@ (360) 377-1026 \!J L5 D " ., '< MAY .1 9 2005 May-:,;~1~,,~,pq~>, /-::","':<h"'~'" k.~tfc'.."eREMERTO "_ /;~~t7~~'>", = '\ . ~~~?~~NJTY D~v~16~MoF /' .) 1;" i7~l:rsJ~>_~~~Jp;..<i"i4 ~~ <t,,." \ ENT /~:~" A';~:l"'~" T\"\,,,;":: "0>'"'' . \~~\ ' A TTN: Dave Corley , >= ~ . -'0 I RE: Modular Retaining Wall \.:.; I,JUj-J2 ;j \;}(lJ ':~1 603 Chester Ave, Bremerton, WA '\, __~j' At your request I reviewed this site to determine the su bility of the epjsfing modular retaining wall at this property. You reported that the existin-g,r:u;I+ti6fls was a exposed bank with blackberries and other vegetation prior to the construction of the modular wall. I had driven by the site often over the years and recall a vegetated bank. Observations of the exposed bank at the east end of the site indicate that the bank face is cut into native soils which are gravelly sandy loam. Portions of this bank have been exposed for months with no apparent instability. No cemented till was noted in the cut. The Soil Survey of Kitsap County indicates that the Alderwood sandy loam would be expected to be present. This material has a reasonably high angle of internal friction and when cemented can be stable up to a near vertical angle. For the calculations we used an internal friction angle of 35, which is typical for GM loams and gravels as well as the drainage gravel used behind the wall. The calculations found that the Manorstone wall with a 12" thickness provides a 1.9 factor of safety on overturning and a 1.53 factor of safety on sliding with a retained height of 4'-6". Your drawing provided to me of the plan and elevation indicates that the lower wall is typically 3' or less in height and the upper wall is between 4'-6" and 5'-6" in height. For these calculations the difference in grade is the important height. Wall projection above grade at the top and bury of the base of the wall ,need not be counted. Where the retained depth exceeds 4'-6" it is our recommendation that the lower wall height be increased sufficient to reduce the upper wall retained height. The ground slope of the mid step should be based on a 1V:6H grade. . Review of the influence lines on the section finds that the building foundation is outside of the influence line so it does not impose any surcharge on the wall. The portion of the building closest to the wall is a relatively light section with only a 6' roof and floor span supported so it is less than 500 PLF line load. Also, the influence lines indicate that the separation between walls is sufficient that the upper wall does not load the lower wall. Once the retained heights are reduced to 4'-6" the subject wall meets the IBC03 and good engineering practice. If there are any questions, please feel free to call. .' , sf ( ,,"- G, BAR)':" ) /,,[") Yours Truly, ~~o'V;'WASlil ~11. ~ ,'?~ ."~ ~~ [i.;., IYJJ J. G. (Jay) Bartram, P.E. Structural Engineer i" . Doyle Chiropractic Clinic 603 Chester Ave Bremerton, WA 98337 Enclosure: Calculations Sketch 1 page ""qPES _' ,:.,.;~o,.;".",-' NOTES: MODULAR CONCRETE BLOCK WALL CONSTRUCTION IS A CRAFT AND DEPEND ON THE SKILL & EXPERIENCE OF THE BUILDER. BED BASE OF BLOCK WALL A MINIMUM OF 3" BELOW GRADE PLACE BLOCKS IN A STAGGERED FASHION WITH BACK KEY ENGAGED TO PROVIDE 1 H:6V FACE SLOPE .J, 1: 1 INFLUENCE LINE EXIST BUILDING ~ MANORSTONE WALL ~ /' /' MANORSTONE WALL ~ r3' MIN /\/ /' t.r1 ~ ~ 0 ,." ~~ V1 [;1 Ci ~ OJ U> 0 ......... <..N 00 - '- $: m OJ ......... C) no 0 0 OJ Ia ~~ U> rrlc (/), ---i)> .~ s;j;;o ~Cf,) ~ 0 0 CD)> ~. 0;: ~ ;;0' " rrl' :z ~ $:(/) ~ 9 rrlrrl ;;On ---i---i ~~ ~ -l 0- zo '-"0"" Z ~~b 0 - z ~O' ...., e",..o_Z co ~ -.I 0 )> !i5: 0<0'" '" 00 <0 ='-" <0 '-" r WALL SECTION SCALE 3/8"="-0" RETAINING WALL IS DESIGNED FOR A SPECIFIC SITE AS FOLLOWS: DOYLE CHIROPRACTIC CLINIC, 603 CHESTER, BREMERTON, WA USE OF THE ABOVE DRAWING FOR OTHER SITES THAN NOTED IS NOT AUTHORIZED. USE AT OTHER SITES SHALL RELEASE PRODESIGN OF ANY RESPONSIBILITY FOR VALIDITY OF THE DESIGN. NOTIFY ENGINEER IMMEDIATELY IF DIFFERENT OR UNSUITABLE SOIL CONDITIONS ARE FOUND. " DOYLE CHIROPRACTIC.xls DOYLE CHIROPRACTIC, 603 CHESTER, BREMERTON Degree Rad Conv. 57.30 MODULAR RETAINING WALL - UNIT WIDTH BACK MATERIAL SANDY GRAVEL FILL Degrees Radian BACK OF WALL SLOPE ANGLE - FROM HORZ AT HEEL 80.54 1A1 <B> WALL FRICTION ANGLE <W> 39 0.67 Coef of friction 0.8 Backfill Slope Angle <BSA> 0 is Level Ground 2 0.03 Vert 1 Horz BACKFILL FRICTION ANGLE <PHI> 35 0.61 27 is min. for wet loose sand TAN(PHI) 0.70 BASE FRICTION ANGLE CONC/SOIL <PHlbase> 26 OA5 TAN(PHlbase) OA9 Soil Weight <UW> 0.115 Vert Horz WALL FACE SLOPE <AL> Degrees from vert 9A6 0.17 6 WALL STRUCT Mtl1 Unit Wt. 0.115 WALL STRUCT Mtl 2 Unit Wt. 0.115 Coeff of Active Earth Pressure 0.25 EQUIV FLUID PRESSURE (KCF) 0.028 28A pcf USE EARTH FRICT ON WALL 1 0 IS NO, 1 IS YES USE LAT COMP OF W FOR SLIDING 1 0 IS NO, 1 IS YES SLOPE HEIGHT OF WALL 3.00 3.50 4.00 4.50 5.00 TOTAL EARTH FORCE P 0.12 0.17 0.22 0.28 0.35 AXIAL EARTH FORCE DOWN WALL =P*sin(w) 0.08 0.11 0.14 0.17 0.22 LATERAL EARTH FORCE AGAINST WALL =P*cos(w) 0.10 0.13 0.17 0.22 0.27 HT TO LA T RXN ft. 1.00 1.17 1.33 1.50 1.67 TOTAL WALL THICKNESS ft <L base> 1.00 1.00 1.00 1.00 1.00 FACING BLOCK Mtl1 THICKNESS ft 1.00 1.00 1.00 1.00 1.00 BACK MtI 2 THICKNESS ft. 0.00 0.00 0.00 0.00 0.00 WT. FACING BLOCKS kips 0.35 OAO OA6 0.52 0.58 WI. BACK MTL kips 0.00 0.00 0.00 0.00 0.00 TOTAL WALL WEIGHT kips 0.35 OAO OA6 0.52 0.58 W cas (AL) 0.34 OAO OA5 0.51 0.57 <N> TOTAL WALL R + Psin(w) , kips OA2 0.50 0.59 0.69 0.78 WT WALL *SIN(AL) "Lateral component of Wall Wt." 0.06 0.07 0.08 0.09 0.09 Rxn * FRICT Coef 0.17 0.19 0.22 0.25 0.28 SUM OF RESISTING FORCES (SLIDING) 0.22 0.26 0.30 0.33 0.37 Half ht of Wall 1.50 1.75 2.00 2.25 2.50 Setback to CL facing 0.50 0.50 0.50 0.50 0.50 Setback to CL back 1.00 1.00 1.00 1.00 1.00 Xc FACING 0.50 0.50 0.50 0.50 0.50 Yc FACING 1.50 1.75 2.00 2.25 2.50 Xc BACK 1.00 1.00 1.00 1.00 1.00 YcBACK 1.50 1.75 2.00 2.25 2.50 FACING RESISTNG MOMENT 0.26 0.31 0.38 OA5 0.52 BACK MATERIAL RESISTING MOMENT 0.00 0.00 0.00 0.00 0.00 AXIAL SOIL FRICTION * BASE 0.08 0.11 0.14 0.17 0.22 TOTAL RESISTING MOMENT 0.33 OA2 0.52 0.62 0.74 OVERTURNING MOMENT 0.10 0.15 0.23 0.33 OA5 Eccentricity of Reactions -0.064 -0.029 0.017 0.071 0.134 B/e : Should be greater than 6 -16 -35 60 14 7 Front Soil Pressure (ksf) 0.257 OA16 0.651 0.978 1A14 Back Soil Pressure (ksf) 0.579 0.590 0.533 0.392 0.152 Max Soil Pressure (ksf) 0.579 0.590 0.651 0.978 1.414 OVERTURNING FACTOR OF SAFETY 3.43 2.73 2.24 1.90 1.64 SLIDING FACTOR OF SAFETY [Sum R / p*cos(w)] 2.29 1.97 1.72 1.53 1.38 5/16/2005 Page 1 I I I ! I ,\ \ \' ~\ II " _ __ _ tl ~ t l i,' I I I' e- /17.71 I , l i I I I .' ~ I ------ _-,J I . 41'/ l' , ~-=:;,/ ~~- ~" ~f5:i~~m~~\ ~- /r ~ ~~ ~-~ ,'F'.,'" )~I . '1 \ ~~\ [J)., I' ~ -.. \~~:}~ . r--":t :-----1 \:~~;,;( I /G '-J .e" 'l~" " '".\., It" I. / -ij '~.,!.!.=~-'-_ ~<l'\~-~~~=-:= ...1___--~ II" L o ~--------~ '!. ~ ~ 'CJ :;J -LS ,;; /-f j 1~ / rr:r:! .(.r.---- ../'...-.,.---- :( i' ( \ '" ----------=-:.==0 . -::-----~- _._~~~-:--- D' ' " - " - ---_-.-:.... . . , -;--._-;------ ~~ ~ -i fU I ~ y~ .~~ ----- lr-'- - ~ ----=:::: -t\ ~ '~4- :r;---==-::..::.~ ~~":, '-. " \~- " ,.,,~ \\ ~;) ,~ , '\ \ \\ \ \\ ,~ .\ f.f. . 1'1 I I I '. 1 r~~ I- Z u..W ~ O~ ~ Ln I-=CL \ ' c:::t CLO ~ w.....J c:::::J OW ,> ~ O'J ZW ....-i 00 @ -l ll:~ w- ::> ;2z ~ ..., .w::l a:::a @:5 al:i 0 \ (J ~ t r'l~, _ I i ~ , ! , II II ~- " j Ell)' ___.".,. 1 I I I 1- ~ 1.1 &.-)/ -7 ~ ~ .~. s;;( ~ ~ . , " , LLJl nIll.mI '... ~ ~ .J ! ~ . ~j --= t i I I II I I I 'I'- 'j) (}) ~.( \:': (/') 9 '::!/. '..J s:t :5 ~ 0) ~\ ~ i I ! PERMIT ~Sl3 c;J5 C)OA 15'0 Ci-.J ft 5/ '-G ( C~RfO m.~.. ri) .l: -,,", :--, ~:~ 1_.'1 _- t._____ ~; ~""" - ._;.J1rr::~ Building Permit Application Dept. ofCornmunity Development * 345 - 6th Street, Suite 600 * Bremerton * WA * 98337-1873 (360) 473-5275 * Fax (360) 473-5278 :ti','rl~I.'fN~,ffffi:~0:f~:'~A e~,:rn-_'.~I.M>/.....c".,.l~>ti~~"i"~ ~ Site Address: 60 3 6Jus /-€-e/' CONTRACTOR: Address: Cit , State, Zi License # & Ex . Date: Contact Name: Contact Phone #: Tax IO/Parcel #: r.... A 1 c)D O~. What is the application for? (Please check one) D COMMERCIAL REPAIR D NEW MULTI-FAMILY D TENANT IMPROVEMENT D NEW GARAGE/CAR PORT BREMERTON-Ur.:i-'L OF MMUNITY DEVELOPMENT D NEW ACCESSORY BUILDINcPO ' D NEW SIGN D STRUCTURE DEMOLITION D GRADING (Cubic Yards: ~OTHER: WA-I/ IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? YESD NO ~ /fh,GK.' W/1-!( D NEW SINGLE-FAMILY RESIDENCE D NEW DUPLEX D NEW MANUFACTURED HOME D RESIDENTIAL REMODEL D RESIDENTIAL ADDITION D RESIDENTIAL REPAIR D NEW COMMERCIAL D COMMERCIAL REMODEL D COMMERCIAL ADDITION fD) ~@ ~ U \Vl [?; ill) LrU JUL 1 \} 2005 .. Scope of work proposed: 4d?t: {(l)1] u~'k Square Footage: Dwelling: Garage: Decks: Valuation Plan Review Fee Permit Fee Total Fees Application for which no permit is issued within 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant, showing the circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee. --~------~""........., .>/-~. ...,-/ ;,,/7 ":;> /::.' ...L .'- "7 / a ~ cJ' <^'-, (~!,1 ./ Date ......~ -- / Ap pi icarit's-Signatu re ~-tI~ \ \, \ ...... ....._ ....a ... . ~.;:,',.::;'k,;::;::,\;:,::',;Z:,;,,'::~',;;'~,~,~;f\,;i~;;.m'- . .... .~'t~~}it~~'\""~i~~(tl"i,I,;,~t,:~,.~,1t~~~j > :' ,--, ,~, '"".- -< ~ -";~~\:~;>0',~\:.~:~i;{:-:'~.):: '. -",~ '~} ;:.~: ~>':.'i!~')~;1~~f;~f~f;~::c~~~: -~ _'''''~,' _".,i, ~ ., _ ",,,,,,', _~ " -.' _ __' _ C-- Code Enforcement .Janet Lunceford Building and Development Specialist janet.lu nceford@ci.bremerton;wa.us Te/360-473-5213 Fax 360-473-5278 345 Sixth Street, Suite 600 Bremerton, WA 98337 May 11, 2005 5- \ q ~ oS ctiJJLe,j ~ -+- JL-€ t:< lA-t st e J o ~f' ,(' d) S~ f leL/1Il /\.LVI e.-0 ~,..VV' ~, S\...-~ f ( fi/r.- f-t,~ w ~ ~ l-L~~ J-~ M.>C+ ~ fA..) CORRECTION NOTICE David L. and Susan L. Corley 603 Chester Avenue Bremerton, W A 98337 Location ofvio]ation: 603 Chester Avenue, Bremerton, W A, Tax #38] ]-00]-029-0008 Date(s) of violation: March 3, 2005 to present DESCRIPTION OF VIOLATION: (file #C05 0073) Retaining walls constructed without permits, in violation of Section ]05.1 of the 2003 International Bui]ding Code, as adopted by the Bremerton Municipal Code: 2003 INTERNATIONAL BUILDING CODE 105.1 PERMITS REQUIRED. Any owner or authorized agent who intends to construct, enlarge, alter, repair, move, demolish, or change the occupancy of a building or structure, or to erect, install, enlarge, alter, repair, remove, convert or replace any electrical, gas, mechanical or plumbing system, the installation of which is regulated by this code, or to cause any such work to be done, shall first make application to the building official and obtain the required permit. CORRECTIVE ACTION: Submit plans stamped by a professional structural or civil engineer and apply for a permit for retaining walls. As the person responsible for this violation, you must complete the above described corrective action by MAY 23, 2005, or a Notice of Civil Violation may be issued and you will be scheduled to appear before the City Hearing Examiner. The Examiner may determine that you have violated City Code and may order abatement of the violation(s) at your expense and/or may also assess monetary penalties of $500 for each day the violation(s) continue, pursuant to the Bremerton Municipal Code, Chapter 1.04 "Code Enforcement". ,\ng party. \ ~ J " .) " '/'(~i .:"';-1\,' . I L ,', (I, . """ .,-' " 1'../' 'I" ", /' J -'- \ '- Janet ~uncedford I '8) . I' (. Buifdmg an Deve opmerrrSpecla 1st j~., ,{ rl.... "- I,.~ '. ~^"" T'~ d1; u f ./Y'Z it' )/t?t.<J 1" Y,JzA" (V~ .c~7~ .e../ .s.-<_. 'fll<<.'~ 5 /lJr1~ g 7 7- OO( 2- " .. BUILDING DEPARTMENT CITY OF BREMERTON PHONE 418-,5275 {.,.,.~~ :~ 1;!. . "'i!ttg.f . <;1 jlr-- \ -13 Y! ,/'1, '[;" /:-;~ ~ I (' b' '\, " '\ ''1:. ? J' #'" '1 ~~ If," '/ '" \ - - v-__';') .Job Locatio~ . .~~. .' ..' ._' ~-:"~~.~.__ Th!s stn-iCiur,e has been Inspected and tne foHowml~ VIOLATIONS Clty Laws and Ordirumc2,s ht0Vt~ baenfound: 8TO ------zzd~_><,CEh( 1~(lt/~~t!l1'L~~::~(~Jl,~-~42--- _4 L?LA;~ML,1Z___~~EU6:1L{&iLJLik-^-----~-------~--- r' ~ <C- -------m...-_~=.-.~~'"'-n=-m~~f?E!r.~-::tZ:~~~~=~...~~.==.=.~=:=~~.~~~~ t.. y ~,\ · ' P VI /,,-_.- ___=JIE=..:=~~=_~.-:=~~?Lz:5;~i;:J.):?L::== You are hereby notified that the above (;t)f'T{~C!~OnE, Shi31,! be mt~de BEFORE. ANY FURTHEf\ \t"VOR~'{ 1s ...l\ IE'"' ~ ' t " 0 -l '~" ," , ~Jone, rmlUr~ ",0 reSpOrild () trm; JrUtH"Whnm ~ U,a;,'~i may r"SiJ It ;n legal seli"". '" '. . a. Dat.. __~3>:~~!:~~~::~:::. !::,(t.1~:~rLL lo03 CJ''\e~-te(' 3hlc~ s <:-<,' ~ , ,/.1 t f 'v ~/1 ~- ,;' .._..J t- , ~ '--' N) ~J n) ---- ,'- l dJ I \, r- '".J r, \J. ',."J ; ( .:t .j / t , .-"7 <:) -....... 4) ""'- II} J